Highways Department-HD has published Cpt Division Ps Road Core Road Network Phase Ii Under Cridp-2020-2021 Widening From Intermediate Lane To Two Lane With Paved Shoulder And Improvements To Pallore - Sogandy Road Km 0/0-16/8 And Widening Only In Km 4/6-7/0 Including Cd Works. Submission Date for this Tender is 03-12-2020. Road Work Tenders in Kanchipuram Tamil Nadu. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 12-Nov-2020 | BOQ CORRIGENDUM | BOQ | 03-12-2020 |
Name of work : Widening from Intermediate lane to Two lane with Paved Shoulder and improvements to Pallore Sogandy road km 0/0 - 16/8 and widening only in km 4/6 - 7/0 Including CD works. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer \na) box cutting for wideneing portion as per MORT&H Rev. V specifications No.111,112,301,305. | BI01010001010000000000000515BI0100001112 | ||
2 | 1.1 | Road | 45904 | Cubic Metre | |
3 | 2 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications. | |||
4 | 2.1 | Road | 26336 | Square Metre | |
5 | 3 | Excavation for Roadway Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer\nFormation of embankment using Carted Earth CBR 6 to lead of 10 Km for Berms for filling above sub grade as per MORT&H Rev. V specifications No.111,112,301,305. | |||
6 | 3.1 | Road | 9323 | Cubic Metre | |
7 | 4 | Excavation for Roadway Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer\nFormation of embankment using Carted Earth CBR 10 to lead of 10 Km for Berms for filling above sub grade as per MORT&H Rev. V specifications No.111,112,301,305. | |||
8 | 4.1 | Road | 9323 | Cubic Metre | |
9 | 5 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900. | |||
10 | 5.1 | Road | 13960 | Cubic Metre | |
11 | 6 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- III Material | |||
12 | 6.1 | Road | 8870 | Cubic Metre | |
13 | 7 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MORTH Rev. V Specification | |||
14 | 7.1 | Road | 40593 | Cubic Metre | |
15 | 8 | Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means - over WMM as per MORTH Rev. V Specification | |||
16 | 8.1 | Road | 162438 | Square Metre | |
17 | 9 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over WMM / CRM granular surfaces treated with primer | |||
18 | 9.1 | Road | 162438 | Square Metre | |
19 | 10 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom - over bituminous surfaces as per MORTH Rev. V Specification | |||
20 | 10.1 | Road | 168 | Square Metre | |
21 | 11 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory andand tandem rollers to achieve the desired compaction Grading I | |||
22 | 11.1 | Road | 14635 | Cubic Metre | |
23 | 12 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respectsas per MORTH Rev. V Specification - Grading II | |||
24 | 12.1 | Road | 6505 | Cubic Metre | |
25 | 13 | Excavation for Roadway and drainage\nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev. V Specification \nd) Formation of embankment using earth available at site by Box Cutting for forming and raising berms. | |||
26 | 13.1 | Road | 13930 | Cubic Metre | |
27 | 14 | Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms, per sq.m. area thickness of 2.50mm is exclusive of surface applied glass beads as per IRC :35. The finished surface to be level, uniform and free from streaks and holes etc, complete(as per MoRTH specification No. 803) | |||
28 | 14.1 | Road | 6300 | Square Metre | |
29 | 15 | Providing and laying fixing reflective road studs of ' Category B' raised pavement markers made out of polycarbonate / ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro relectance and chromaticity values conforming to ASTM D4280 etc complete | |||
30 | 15.1 | Road | 8400 | Nos | |
31 | 15.2 | Sub Estimate | |||
32 | 15.3 | 1) Reconstruction of single cell box Culvert(2.00m x2.00m) at 0/8 , 2/2, 3/2, 3/4, 4/6, 4/10, 5/4, 6/4(ii), 6/4(iii) 6/8(ii), 6/10, 7/6, 8/2(ii), 8/6, 9/10, 10/8(i), 10/8(ii) of Pallur - sogandy Road | |||
33 | 15.4 | 2) Reconstruction of Double Cell Box Culvert (2.0m x 2.0m) @ Km 8/2(i) ,8/10,11/2,12/6 of Pallur - Sogandy Road(MD651 | |||
34 | 15.5 | 3)Reconstruction of Single Cell Box Culvert (3.0m x 3.0m) @ Km 6/4(i) of Pallur - Sogandy Road(M651) | |||
35 | 15.6 | 4)Reconstruction of Three Cell Box Culvert (3.0m x 3.0m) @ Km 6/8(i) of Pallur sogandy Road(M651) | |||
36 | 15.7 | 5)Re Construction of RCC box culvert at km 13/8,15/3 of Pallur Sogandy road (3 cells of 3.0 x3.0 M) | |||
37 | 15.8 | 6) Re Construction of box culvert In km 12/6,12/9,13/1 of Pallur - Sogandy road (single cells of 2.0 x2.0 m) | |||
38 | 16 | Dismantling / Removal of Cut Stone Slab (or) RCC Cover Slab, clearing away and carefully stacking materials useful for re-use for any thickness of walls etc., complete. | |||
39 | 16.1 | culvert 6/8 (i),(ii) | 20.08 | Cubic Metre | |
40 | 17 | Dismantling the existing plain cement concrete and collecting the useful materials for reuse and directly loading the unwanted surplus materials to the trucks and conveying the same to a distance of 10km ans all labour charges for dismantling and disposing etc., complete | |||
41 | 17.1 | culvert 6/8 (i),(ii) | 468.56 | Cubic Metre | |
42 | 18 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Box Culvert. | |||
43 | 18.1 | Road | 5760.08 | Cubic Metre | |
44 | 19 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall | |||
45 | 19.1 | Road | 452.13 | Cubic Metre | |
46 | 20 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. | |||
47 | 20.1 | Road | 1950.65 | Cubic Metre | |
48 | 21 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for RCC Wing wall. | |||
49 | 21.1 | Road | 608.44 | Cubic Metre | |
50 | 22 | Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete | |||
51 | 22.1 | Road | 177.85 | Metric ton | |
52 | 23 | Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (VRevision)\n | |||
53 | 23.1 | Road | 18 | nos | |
54 | 24 | Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour. | |||
55 | 24.1 | Road | 48.24 | RM | |
56 | 25 | Vibrated cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER TOP SLAB. | |||
57 | 25.1 | Road | 1201.32 | Square Metre | |
58 | 26 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet | |||
59 | 26.1 | Road | 905.48 | Cubic Metre | |
60 | 26.2 | SUB ESTIMATE | |||
61 | 26.3 | 7)Construction of Retaining Wall at km 6/600 - 8/4 of Pallur - Sogandy Road (M651) | |||
62 | 26.4 | 8)Construction of Retaining wall at km 13/0 - 13/800 of Pallur - Sogandy road | |||
63 | 26.5 | 9)Construction of retaining wall at km 15/0 - 15/4 of Pallur - Sogandy road | |||
64 | 27 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shorting and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, cleaning up the site and disposal of all surplus materials etc., complete as per standard specification for Retaining wall. | |||
65 | 27.1 | (507+294+522) | 1323 | Cubic Metre | |
66 | 28 | Filling with Quarry fines including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course. | |||
67 | 28.1 | (108.70+63+314) | 485.7 | Cubic Metre | |
68 | 29 | Vibrated Cement concrete in CC 1:2:4 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Base course. | |||
69 | 29.1 | (313.20+63+108.70) | 484.9 | Cubic Metre | |
70 | 30 | Vibrated Reinforced cement concrete of M 20 grade (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Retaining wall. | |||
71 | 30.1 | (1908.4+496+669) | 3073.4 | Cubic Metre | |
72 | 31 | Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour. | |||
73 | 31.1 | (983.40+170+340.80) | 1493.2 | Running Metre | |
74 | 32 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
75 | 32.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
76 | 32.2 | Add GST at 12% | 1 | (B) | |
77 | 32.3 | Total Value put to Tender | 1 | (A+B) | |
78 | 32.4 | Quoted value | 1 | (D) | |
79 | 32.5 | Final Quoted Value | 1 | (E) | |
80 | 32.6 | Add GST at 12% of Final Quoted Value | 1 | (F) | |
81 | 32.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
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